Structural Analysis is intended for use in Structural Analysis courses. It is also suitable for individuals planning a career as a structural engineer. Structural Analysis provides readers with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Hibbeler's problem solving methodology, Procedures for Analysis, provides readers with a logical, orderly method to ...
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Structural Analysis is intended for use in Structural Analysis courses. It is also suitable for individuals planning a career as a structural engineer. Structural Analysis provides readers with a clear and thorough presentation of the theory and application of structural analysis as it applies to trusses, beams, and frames. Emphasis is placed on teaching students to both model and analyze a structure. Hibbeler's problem solving methodology, Procedures for Analysis, provides readers with a logical, orderly method to follow when applying theory. Teaching and Learning Experience To provide a better teaching and learning experience, for both instructors and students, this text provides: Current Material: To keep your course current and relevant, the Ninth Edition includes new discussions and a new chapter.Problem Solving: A variety of problem types, at varying levels of difficulty, stress practical situations encountered in professional practice.Visualization: The photorealistic art program is designed to help students visualize difficult concepts.Review and Student Support: A thorough end of chapter review provides students with a concise tool for reviewing chapter contents.Triple Accuracy Checking: The accuracy of the text and problem solutions has been thoroughly checked by three other parties.
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Add this copy of Structural Analysis to cart. $11.88, good condition, Sold by Good Books Will Follow rated 4.0 out of 5 stars, ships from Blue Springs, MO, UNITED STATES, published 2005 by Pearson College Div.
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The book has been read but is in good condition. It has very minimal damage to the cover including scuff marks but no holes or tears. The dust jacket for hard covers may not be included. The binding has minimal wear. The majority of pages are undamaged with minimal creasing or tearing minimal pencil underlining of text no highlighting of text and no writing in the margins. There are no missing pages. See the seller's listing for full details and a description of any imperfections.
Add this copy of Structural Analysis to cart. $12.12, fair condition, Sold by Goodwill Books rated 5.0 out of 5 stars, ships from Hillsboro, OR, UNITED STATES, published 2006 by Prentice Hall.
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Fair. Used book-May contain writing notes highlighting bends or folds. Text is readable book is clean and pages and cover mostly intact. May show normal wear and tear. Item may be missing CD. May include library marks. Fast Shipping.
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Add this copy of Structural Analysis (5th Edition) to cart. $26.67, fair condition, Sold by Goodwill Indust. of San Diego rated 5.0 out of 5 stars, ships from San Diego, CA, UNITED STATES, published 2001 by Prentice Hall.
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Add this copy of Structural Analysis to cart. $28.69, fair condition, Sold by Zoom Books Company rated 4.0 out of 5 stars, ships from Lynden, WA, UNITED STATES, published 1998 by Pearson College Div.
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Fair. Book is in acceptable condition and shows signs of wear. Book may also include underlining highlighting. The book can also include From the library of labels. May not contain miscellaneous items toys dvds etc. We offer 100% money back guarantee and 24 7 customer service.
This book should have been written before 1965. It uses old methodology (which is still used) but which has been replaced by the latest finite element methods.
The book can still be used to gain a good perspective on the analysis of beams and trusses, in particular, for shear and moment diagrams and deflection calculations for beams of different fixity.
In addition, it introduces the stiffness method of analysis for trusses and frames in the last two chapters-not the new modern finite element approach.